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Polyacetylene Compounds from Atractylodes Rhizome

鹿野美弘, 櫻井徹朗, 小松健一, 山田浩之, 斉藤謙一

Chemical and Pharmaceutical Bulletin
1990年 38 巻 4 号 1082-1083
発行日: 1990/04/25
公開日: 2008/03/31

DOI https://doi.org/10.1248/cpb.38.1082

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Two new polyacetylene compounds (
4
E
,
6
E
, 12
E
)-1-acetoxy-
3
-isovaleryloxytetradeca-
4
,
6
, 12-trien-
8
, 10-diyn-14-ol (
B
), and (
4
E
,
6
E
, 12
E
)-1-acetoxy-
3
-(2-methylbutyryloxy)tetradeca-
4
,
6
, 12-trien-
8
, 10-diyn-14-ol (C) have been isolated along with (
4
E
,
6
E
, 12
E
)-1-acetoxy-
3
-senecioyloxytetradeca-
4
,
6
, 12-trien-
8
, 10-diyn-14-ol (A) from Atractylodes Rhizome (Karabyakujutu). The structures of these compounds were determined on the basis of their spectral data.
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より実用的な飛行機への探求

Grover Loening

日本航空学会誌
1963年 11 巻 119 号 373-380
発行日: 1963年
公開日: 2009/05/25

DOI https://doi.org/10.2322/jjsass1953.11.373

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DAMAGE FACTORS FOR SMALL EMBANKMENT DAMS DUE TO THE HYOGOKEN-NAMBU EARTHQUAKE : CASE STUDY ON HOKUDAN TOWN

藤井弘章, 国政華菜, 難波明代, 横溝隆之, 西村伸一, 島田清, 堀俊男, 西山竜朗

地盤工学会論文報告集
2000年 40 巻 6 号 117-131
発行日: 2000/12/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf.40.6_117

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This study was performed to clarify which factors affected damage to tame-ike (small embankment dams for irrigation) in Hokudan Town as a result of the January 17, 1995 Hyogoken-Nambu earthquake. Factors were assumed to be : Location (
e
.g., Distance to Epicenter, etc.), Structure (
e
.g., Angle to Nearest Fault, Embankment Volume, etc.), Soil Properties of Embankment, Geology of Dam Site and History (Era of Construction, Repaired, etc.). Multivariate statistical analyses were performed for documentary data (damaged : 181, undamaged : 328). Ordinary statistical analyses were conducted for the data investigated in situ for soil properties of the embankment. The results show that the factors causing damage to dam are : (1) Nearest Fault (Nojima, Mizukoshi and D2), (2) Distance to Nearest Fault (less than 500 m), (
3
) Distance to Epicenter (approximately
8
to 14 km, which almost agrees with the location of seismic intensity 7 JMA), (
4
) Elevation of Dam Site (higher than 100 m), (5) Embankment Volume (the greater the volume the more damage was caused), (
6
) Direction of Dam Axis (normal or diagonal to the epicenter or to nearest the fault), (7) Plan View of Dam Axis (
3
or
4
axes), (
8
) Surface Geology of Dam Site (non-cohesive soil type ground), (
9
) Era of Construction (prior to 1891) and (10) Soil Properties of Embankment (sand, not silty sand or gravel, penetration resistance that is 10% smaller than the undamaged dams).
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Syntheses of
6
,
6
a, 7,
8
,
9
, 10, 10a, 11-Octahydro-11-oxodibenz [
b
,
e
] oxepins and
6
,
6
a, 7,
8
,
9
, 10, 10a, 11-Octahydro-11-oxodibenzo [
b
,
e
] thiepins

黒川美貴雄, 吉田耕治, 永井保嵩, 宇野準

Chemical and Pharmaceutical Bulletin
1983年 31 巻 12 号 4312-4318
発行日: 1983/12/25
公開日: 2008/03/31

DOI https://doi.org/10.1248/cpb.31.4312

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Two new partially saturated tricyclic ring systems,
6
,
6
a, 7,
8
,
9
, 10, 10a, 11-octahydro-11-oxodibenz [
b
,
e
] oxepins (
3
a and
3
b
), and -thiepins (
4
a and
4
b
) were synthesized. Compounds
4
a and
4
b
were desulfurized to give a pair of isomeric 2-methylbenzoylcyclohexanes (10a and 10
b
). Deuterated
4
a and
4
b
(11a and 11
b
) were prepared starting from butadiene-
d₆
(12). The stereochemical features of
3
a (trans),
3
b
(cis),
4
a (trans) and
4
b
(cis) are compared with those of 10a, 10
b
, 11a and 11
b
on the basis of proton nuclear magnetic resonance data.
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GEOTECHNICAL RECONNAISSANCE STUDY ON DAMAGE CAUSED BY 2001 GUJARAT EARTHQUAKE, INDIA

東畑郁生, PRASAD S.K., 本多剛, CHANDRADHARA G.P.

地盤工学会論文報告集
2002年 42 巻 4 号 77-88
発行日: 2002/08/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf.42.4_77

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The Gujarat earthquake in India occurred in January, 2001, and caused significant damage in the province of Gujarat. The Japanese Geotechnical Society sent a small reconnaissance team to the damaged region after the quake. The present text presents the report from this activity. The major attention of the team was focused on geotechnical aspects of the damage which were related to earthfill dams and harbor land fills. It was found that a significant portion of damage was concentrated in fills resting on soft natural soils. Swedish weight soundings which were conducted at two places demonstrated the existence of such a soft subsoil. From this, it was concluded that amplification of earthquake shaking as well as the permanent deformation in the soft foundation soil induced such kinds of damage as subsidence, cracking, and lateral spreading in overlying artificial fills. For the better seismic resistance of those affected fills during future earthquakes, the improvement of soft subsoil seems essential.
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DYNAMIC RESPONSES OF FLEXIBLE RECTANGULAR FOUNDATIONS EMBEDDED INTO A VISCOELASTIC HALF-SPACE TO OBLIQUELY INCIDENT WAVES

蒋通, 栗林栄一

土質工学会論文報告集
1988年 28 巻 1 号 56-64
発行日: 1988/03/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf1972.28.56

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The boundary element method expanded in frequency domains is presented to analyze the dynamic interaction between an embedded flexible rectangular foundation and soil with consideration of the obliquely incident waves. Numerical results describing the influence of the flexibility of the foundation on the dynamic responses of the foundation due to obliquely incident waves indicate that the flexibility of actual foundations can diminish the reduction of translation responses and increase the rotational responses in the high frequency range. These phenomena are more conspicuous as the embedment ratio is larger and the value of the wave velocity ratio of the soil and the foundation approaches to unity. When the high frequency components of the input ground motion are important and the basement has higher flexibility (for example ₂v_s/₁v_s >0.
4
), the analysis method which considers the basement as a rigid foundation may lead to unsafety estimations and the estimation of the flexibility of the foundation is necessary as analysing the effective input motion with consideration of the incident waves.
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地盤構造の急変する地域での表面波の振幅異常

山田善一, 野田茂

土質工学会論文報告集
1988年 28 巻 1 号 143-152
発行日: 1988/03/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf1972.28.143

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Sythesis and Stereochemistry of 11-Amino-
6
,
6
a, 7,
8
,
9
, 10, 10a, 11-octahydrodibenzo[
b
,
e
]thiepines and-oxepines

黒川美貴雄, 糸川彰, 松本純一, 福本吉久, 月原冨武

Chemical and Pharmaceutical Bulletin
1992年 40 巻 9 号 2270-2274
発行日: 1992/09/25
公開日: 2008/03/31

DOI https://doi.org/10.1248/cpb.40.2270

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11-Amino-
6
,
6
a, 7,
8
,
9
, 10, 10a, 11-octahydrodibebenzo[
b
,
e
]thiepines (
6
a-d) and -oxepines (7a-d) were synthesized by the Leuckart reaction of
6
,
6
a, 7,
8
,
9
, 10, 10a, 11-octahydro-11-oxodibenzo[
b
,
e
]thiepines (1a,
b
)and -oxepines (2a,
b
) followed by hydrolysis of the reaction products
4
a-d and 5a-d, respectively. The four diastereomers, cis(
6
a-H, 10a-H)-cis(10a-H, 11-H)
6
a and 7a, cis(
6
a-H, 10a-H)-trans(10a-H, 11-H)
6
b
and 7
b
, trans(
6
a-H, 10a-H)-trans(10a-H, 11a-H)
6
c and 7c, and trans(
6
a-H, 10a-H)-cis(10a-H, 11-H)
6
d and 7d, were isolated and their configurations and conformations were elucidated by chemical methods together with ¹H-nuclear magnetic resonance spectroscopic and X-ray crystallographic analyses.
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Role of Vitamins C and
E
in Regulating Antioxidant and Pro-Oxidant Markers in Preeclampsia

Mohd Suhail, Mohd Faizul Suhail, Hina Khan

Journal of Clinical Biochemistry and Nutrition
2008年 43 巻 3 号 210-220
発行日: 2008年
公開日: 2008/10/31

DOI https://doi.org/10.3164/jcbn.2008067

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We compared three groups of pregnant women: placebo with normotensive women, group A which included preeclamptics, and group
B
which comprised preeclamptics who were supplemented their diets with vitamins C and
E
. MDA increased from
6
.
22
± 2.
8
(placebo) to
8
.48 ± 1.2 (A) and
8
.02 ± 1.
8
nmol/gHb (
B
). NO concentrations were enhanced from 19.
3
±
4
.2 (P) to 23.
8
±
6
.
4
(A) and 24.1 ± 5.
4
μmol/L (
B
). GSH contents were decreased from 10.42 ± 2.
81
(P) to
8
.02 ± 2.92 (A) and
9
.39 ± 1.02 μmol/g Hb (
B
), whereas GSSG concentrations increased from 0.98 ± 0.28 (P) to 1.24 ± 0.29 (A) and 1.08 ± 0.12 μmol/g Hb (
B
). SOD activity decreased 23% in A and 14% in
B
; GRx decreased 27% in A and 5.5% in
B
; GPx decreased 12% in A and
9
.
6
% in
B
. Catalase activity, however, increased 27% in A and 29% in
B
as compared to control. Thus, we conclude that the use of vitamins C and
E
should be considered for the control of certain important biochemical indices during the development of preeclampsia; however, further studies are needed to develop methods for the prevention of preeclampsia in women at high risk.

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MICROSEISM BARRIERS

M. L. GHOSH

Journal of Physics of the Earth
1972年 20 巻 2 号 165-186
発行日: 1972年
公開日: 2009/04/30

DOI https://doi.org/10.4294/jpe1952.20.165

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The possibility of attenuation of microseismic waves due to the presence of an upward folding of the ocean bottom into the liquid is discussed in this paper. The upward folding of the ocean bottom has been idealized by means of an irregularity in the form of a rectangle intruding into the liquid and the evaluation of the displacement component at any point of the solid medium has been carried out in two stages. First, the change in the incident mode of the surface wave due to the presence of the rectangular irregularity has been determined, and second, the subsequent change of the resulting displacement components due to the termination of the liquid layer and the step change in elevation of the solid medium at the continental margin has been discovered. Finally, numerical calculation has been made to determine the attenuation of the microseismic waves of different periods due to the presence of the rectangular irregularity at the ocean bottom.
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EFFECTS OF HORIZONTAL AND VERTICAL SEISMIC LOADS ON THE BEARING CAPACITY OF A SURFACE FOOTING ADJACENT TO A SLOPE

CHING-CHUAN HUANG

SOILS AND FOUNDATIONS
2009年 49 巻 2 号 249-258
発行日: 2009年
公開日: 2011/01/27

DOI https://doi.org/10.3208/sandf.49.249

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The correction factor (η_ie) for the ultimate bearing capacity of a footing placed adjacent to a slope, taking into account the combined effect of horizontal and vertical seismic loads, represented by horizontal and vertical seismic coefficients, k_h and k_v, respectively, was derived using a modified Janbu's slice method. The influence of slope angles ‘α’ on the values of ‘η_ie’ are studied here. It was found that the values of η_ie can be expressed as an exponential function of ‘k_h/(1-k_v)’ and ‘α’, with a measurable interdependency between ‘α’ and ‘η_ie’. The influence of ‘α’ on the value of ‘η_ie’ increases as the input value of ‘k_h/(1-k_v)’ increases. Equations derived based on the analytical results are proposed to account for this effect. Based on the analyses of 11 near-fault seismographers obtained in the 1999 Chi-Chi earthquake in Taiwan, a ratio between the vertical and the horizontal seismic coefficients, λ, of between ±0.25 is suggested for including the combined effect of vertical and horizontal seismic forces in evaluating the seismic bearing capacity of footings located in near-fault areas.

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SEISMIC BEARING CAPACITY OF A RIGID FOOTING ADJACENT TO A COHESIONLESS SLOPE

CHING-CHUAN HUANG, WEN-WEI KANG

SOILS AND FOUNDATIONS
2008年 48 巻 5 号 641-651
発行日: 2008年
公開日: 2011/01/27

DOI https://doi.org/10.3208/sandf.48.641

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At present, analytical or empirical formula for seismic bearing capacity of footings adjacent to slopes is not available. This study uses a pseudo-static-based approach in conjunction with rigorous Janbu's slice method to derive analytical values of seismic bearing capacity factors (N_γ) and correction factors for the effects of inertia of soil mass and load inclinations for a rigid footing adjacent to cohesionless slopes. It is shown that both the bearing capacity factors (N_γ) and the correction factors for the seismic bearing capacity of footings placed on level ground derived herein are comparable with those reported in the literature. Empirical equations regarding the effects of slope angles and load inclinations, expressed using generalized forms of those proposed in the literature, are also derived. It is also found that the empirical equations derived in the present study provide values of correction factors in good agreements with the analytical ones, indicating the validity of using these empirical equations for assessing the bearing capacity of rigid footings situated on the slope subjected to pseudo-static seismic loading.

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非対称型
3
,
4
:
9
,10-ペリレンビス(ジカルボキシミド)誘導体の合成と性質

琴尾幸徳, 石川成実, 田辺順子, 御園生尭久

日本化学会誌（化学と工業化学）
1980年 1980 巻 9 号 1391-1396
発行日: 1980/09/10
公開日: 2011/05/30

DOI https://doi.org/10.1246/nikkashi.1980.1391

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Nアルキル
3
,
4
:
9
,10-ペリレンテトラカルボン酸モノアンヒドリド=モノイミド[
4
a～
e
]と芳香族アミン(アニリン,p-トルイジン,p-アニシジン,
3
,5-キシリジン,
4
-アミノナゾベンゼン,およびo-フェニレンジアミン)を縮合して非対称型
3
,
4
:
9
,10-ペリレンビス(ジカルボキシミド)誘導体-N-アルキル-N'-アリール-
3
,
4
:
9
,10-ペリレンビス(ジカルボキシミド)(〔5a～
e
〕,〔
6
a～
e
〕,〔7a～
e
〕,〔
8
a～
e
〕,〔
9
a～
e
〕,および〔10a～
b
〕)を合成した. これらの各誘導体はすべて赤色系の色相を示し, 顔料試験の結果N-ブチル-N'-アリール-
3
,
4
:
9
,10-ペリレンビス(ジカルボキシミド)(たとえば〔5
e
〕や〔
6
e
〕)がとくにすぐれた耐光性を示した.
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SLIDING-BLOCK BACK ANALYSIS OF EARTHQUAKE-INDUCED SLIDES

CONSTANTINE A. STAMATOPOULOS, ELENI G. VELGAKI, SARADA K. SARMA

地盤工学会論文報告集
2000年 40 巻 6 号 61-75
発行日: 2000/12/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf.40.6_61

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The objective of this article is to propose and evaluate a sliding-block model to deal with very large displacements of slopes when a horizontal earthquake is applied. The slip surface consists of two inclinations on which full shear resistance is mobilized. Internal shearing exists along a sub-plane that intersects the angle between the two sub-planes that form the external slip surface. The ratio of the distance moved along the two external sub-planes depends on the inclination of the internal sub-plane. If there is a water table line, undrained conditions are assumed during motion and total stress analysis is performed. The governing equations of motion are formulated, analytical solutions are obtained for some cases, and back-analysis of four well-documented slides is performed.
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SEISMIC PERFORMANCE OF SIMPLE SLOPES

HOE I. LING, DOV LESHCHINSKY

土質工学会論文報告集
1995年 35 巻 2 号 85-94
発行日: 1995/06/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf1972.35.2_85

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This paper is concerned with an extension of a rotational limit equilibrium method for determining the permanent displacements of slopes under seismic excitation. In the proposed procedure, the sliding mass is treated as a rigid rotating body defined by a log spiral trace. Permanent displacements are obtained by double-integration of the equation of motion in a manner similar to Newmark's translational sliding block method. The seismic slope stability analysis is based on the rotational (variational) limit equilibrium approach. This stability analysis was verified with dynamic experimental results obtained from centrifuge model testing. A series of parametric studies was conducted on"unstable"slopes, investigating the effects of soil properties and characteristics of excitation on the magnitude of permanent displacements. The higher the frictional angle, the smaller the permanent displacement of the slope is. Low excitation frequency yields larger slope displacement if the excitation is extended for the same time period of time. The effect of frequency becomes less distinct when a larger value of yield seismic coefficient is used. The proposed procedures produce a rational criterion to evaluate the seismic performance of simple slopes. This criterion is based on permanent displacement limit rather than factor of safety alone.
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Synthesis of (S)-13-Hydroxy (2
E
,
4
E
,
8
E
)- and (2
E
,
4
E
,
8
Z)-Tetradecatrienoic Acids

Ying Jiao, Teruhiko Yoshihara, Akitami Ichihara

Bioscience, Biotechnology, and Biochemistry
1995年 59 巻 6 号 1032-1035
発行日: 1995/06/23
公開日: 2008/02/08

DOI https://doi.org/10.1271/bbb.59.1032

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The syntheses of (S)-13-hydroxy-(2
E
,
4
E
,
8
E
)-tetradecatrienoic acid (1) and (2
E
,
4
E
,
8
Z-tetradecatrienoic acid (2) were carried out by using the Wittig reaction as the key step. The asymmetric center at C-13 and the double bond between C-
8
and C-
9
for natural compound 1 were reconfirmed as being of (S) configuration and
E
, respectively. The relationship between the structure of the unsaturated hydroxy fatty acids and their inhibitory effect on the growth of lettuce was investigated.
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GEOTECHNICAL SIMULATION TEST FOR THE NIKAWA LANDSLIDE INDUCED BY JANUARY 17, 1995 HYOGOKEN-NAMBU EARTHQUAKE

汪発武, 佐々恭二, 福岡浩

地盤工学会論文報告集
2000年 40 巻 1 号 35-46
発行日: 2000/02/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf.40.35

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By employing an undrained cyclic loading ring-shear apparatus, a series of tests to reproduce the dynamic behavior of the Nikawa landslide induced by the January 17, 1995 Hyogoken-Nambu earthquake, is conducted. The test sample is Osaka-group coarse sandy soil taken from the landslide. The initial stress condition acting on a soil element in the sliding surface is applied to the sample. Based on the seismic records monitored at the JR Takarazuka Station, the input seismic wave is synthesized to reproduce the seismic stress acting on the sliding surface. The test results show that the soil failed due to the dynamic loading of the earthquake. The most important results are the excess pore water pressure generation and the acceleration of shear displacement continuing after the main shock. Combined with the grain crushing at the shear zone and the volume reduction in the drained constant-speed ring-shear test, the mechanism of this landslide is interpreted as, shear displacement causing grain crushing in the shear zone and volume reduction, and then resulting in a localized liquefaction phenomenon, "sliding-surface liquefaction". This geotechnical simulation test provides a reasonable interpretation of this highly mobile landslide.
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THE EFFECTS OF SOIL YIELDING ON SEISMIC RESPONSE OF SINGLE PILES

ALI TABESH, HARRY G. POULOS

地盤工学会論文報告集
2001年 41 巻 3 号 1-16
発行日: 2001/06/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf.41.3_1

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In the seismic analysis of pile foundations the soil is often assumed to be an elastic material and the pressure at the soil pile interface is not limited during the analysis. This may result in a considerable error, as the computed pressure from an elastic analysis may go well beyond the ultimate lateral pressure of real soil. In fact, significant yielding at the soil-pile interface has been observed during real earthquakes, and also in laboratory tests. The yield zone is usually near the ground surface where the effect of inertial force due to the superstructure is higher. This yielding redefines the pile response, and in general cannot be ignored. In order to examine the effects of soil yielding on the internal pile response during earthquakes an approximate analysis is described in this paper which is an extension of a static method developed by the second author (1982) for the analysis of piles subjected to lateral soil movement. This method is then used to investigate the effects of soil yielding on the internal response of piles through a comparative study in which real earthquakes are used. It is shown that for strong earthquakes and heavily loaded piles the soil yielding may considerably increase the amount of maximum pile moment developed in the pile. A marked difference in the effects of yielding on the pile moment and shear is observed and discussed.
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DYNAMIC SOIL-PILE INTERACTION PARAMETER IDENTIFICATION USING TRANSFER FUNCTION TECHNIQUE

ABDALLAHI.HUSEIN MALKAWI, ROBERTY. LIANG

地盤工学会論文報告集
1996年 36 巻 3 号 67-74
発行日: 1996/09/15
公開日: 2008/02/29

DOI https://doi.org/10.3208/sandf.36.3_67

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The interaction between a penetrating shaft and the surrounding soil media under impact loading is a frequently encountered phenomenon in geotechnical engineering. Examples of such dynamic soil/shaft interaction would include dynamic pile driving, standard penetration testing (SPT), and dynamic driven rod test. Presented in this paper is a novel approach, based on the principle of dynamic system identification, which enables identification of dynamic soil-pile interaction model parameters. The analytical transfer function, relating the output stress wave forms to the input stress wave forms in the soil/shaft system, is derived using the Laplace and Fourier Transform techniques and the one-dimensional wave propagation theories. A numerical solution algorithm based on a variation of gradient method is coded into a micro-computer based program to solve the frequency-dependent soil-pile interaction parameters (Smith model) : soil damping and soil spring stiffness. To further reduce the amount of computational effort required in the solution of the frequency-dependent dynamic soil properties, it is suggested that the solution be obtained for the first-mode natural frequency of the measured stress waves. The results obtained from this simplified solution algorithm, when compared with both numerical simulations and controlled laboratory tests, are reasonably acceptable. The proposed parameter identification technique offers a viable alternative data interpretation procedure for deducing pertinent Smith model parameters used frequently in pile driving analysis.
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虚血性心臟病におけるコレステロール負荷時の血清リポ蛋白変動(第2報)

―特にアポ蛋白Eの変化について―

本間康彦, 三神美和, 佐藤美智子, 石原仁一, 吉川広, 木下栄治, 田川隆介, 星合充基, 古屋秀夫, 井出満, 田辺晃久, 玉地寛光, 兼本成斌, 友田春夫, 中谷矩章, 五島雄一郎

動脈硬化
1984年 12 巻 3 号 599-603
発行日: 1984/08/01
公開日: 2011/09/21

DOI https://doi.org/10.5551/jat1973.12.3_599

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Seven hundred fifty mg of cholesterol were fed daily to 32 patients of the ischemic heart disease (IHD) for 2 weeks. Cholesterol amounts in VLDL, LDL, HDL, HDL₂ and
HDL₃
were estimated on the 0th, 7th and 14th days of cholesterol load. Plasma apoprotein A-I, A-II,
B
, C-II,
E
levels were also measured in 16 from 32 IHD subjects. Apoprotein levels were estimated by a method of single radial immunodiffusion (SRID). Before cholesterol administration, cholesterol amounts in VLDL, LDL, HDL, HDL₂ and
HDL₃
were 15.
9
±7.5mg/dl (mean±SD), 150.
9
±58.1mg/dl 43.
8
±
9
.
6
mg/dl, 16.
4
±5.
8
mg/dl and 24.
9
±
6
.
3
mg/dl respectively. Plasma apoprotein A-I, A-II,
B
, C-II and
E
levels were
81
.7±
22
.0 mg/dl, 15.1±5.
4
mg/dl, 93.7±36.0mg/dl,
3
.
83
±1.00mg/dl and
4
.29±1.36mg/dl respectively. After 2 weeks' cholesterol feeding, all plasma lipoprotein cholesterol and apoprotein levels did not change significantly. Correlation coefficients between plasma apoprotein and lipoprotein cholesterol levels were calculated. Apoprotein A-I and A-II correlated with HDL-C (r=0.348), HDL₂-C (r=0.612) and
HDL₃
(r=0.569). Apoprotein
B
correlated with total cholesterol (TC) (r=0.610), VLDL-C (r=0.341), LDL-C (r=0.726), HDL-C (r=0.432) and HDL₂-C (r=0.465). Apoprotein C-II correlated with TC (r=0.765), TG (r=0.679), VLDL-C (r=0.651), LDL-C (r=0.461) and HDL₂-C (r=0.326). Apoprotein
E
correlated with TC (r=0.580), TG (r=0.575) and VLDL-C (r=0.666). Interapoprotein's correlations were also calculated. Apoprotein A-I correlated with apoprotein A-II (r=0.468). Apoprotein
B
correlated with apoprotein C-II (r=0.393). Apoprotein C-II correlated with apoprotein
B
(r=0.393) and
E
(r=0.549). Apoprotein
E
only correlated with apoprotein C-II (r=0.549).
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